Abstract
Residual tensile properties after prior cold-working by swaging and tensile deformation of a type 316 LN austenitic stainless steel and after warm-working a type 316 austenitic stainless steel are evaluated in the temperature range 25–650°C. The results are compared with the tensile properties of as-received material. A general decrease in ductility ratio with increase in yield strength ratio is observed. The practical importance of this correlation for damage monitoring and remanent life assessement in real structures is considered.
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